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14 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 2547 : Part 1 (1976)

Specification for gypsum building plaster: Part 1 excluding premixed lightweight plasters

POP, Retarted Hemihydrate Gypsum, Anhydrous, Keene's

9500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.1, Table-1(Beta hemihydrate, SO3)	-	600	None
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, SO3)	-	600	None
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. SO3)	-	600	None
Clause 4.1, Table-1(Keene's Plaster, SO3)	-	600	None
Clause 4.1, Table-1(Beta hemihydrate, CaO)	-	600	None
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, CaO)	-	600	None
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. CaO)	-	600	None
Clause 4.1, Table-1(Keene's Plaster, CaO)	-	600	None
Clause 4.1, Table-1(Beta hemihydrate, Soluble magnesium salts as MgO)	-	600	None
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble magnesium salts as MgO)	-	600	None
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble magnesium salts as MgO)	-	600	None
Clause 4.1, Table-1(Keene's Plaster, Soluble magnesium salts as MgO)	-	600	None
Clause 4.1, Table-1(Beta hemihydrate, Soluble sodium salts as Na2O)	-	600	None
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble sodium salts as Na2O)	-	600	None
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble sodium salts as Na2O)	-	600	None
Clause 4.1, Table-1(Keene's Plaster, Soluble sodium salts as Na2O)	-	600	None
Clause 4.1, Table-1(Beta hemihydrate,. Loss of ignition)	-	800	None
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Loss of ignition)	-	800	None
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Loss on ignition)	-	800	None
Clause 4.1, Table-1(Keene's Plaster, Loss of ignition)	-	800	None
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Free lime)	-	600	None
Cl 5.2, Table 2(Plaster Sand Mixture & Neat Plaster)	-	1500	None
Cl 5.2, Table 3(Transverse Strength)	-	900	None
Cl 5.2, Table 4(Soundness)	-	900	None
Cl 5.2, Table 5(Mechanical Resistance Of Set Neat Plaster )	-	800	None
Cl 5.2, Table 6(Residue On 1.18 mm IS Sieve Precent)	-	800	None
Cl 5.2, Table 7(Expansion On Setting %Max)	-	800	None
5.1(Purity)	-	600	None

Complete

31 Dec, 2026

IS 432 : Part 1 (1982)

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars

E250 (Chemical), Grade I, II, Medium Tensile Steel

3150 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9.3(Press)	-	2000	All Chemical Test
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation)	-	1000	Physical
Cl 8.2(Bend test)	-	800	Physical
Clause 9.3(Bend test)	-	600	None
Clause 4(Any Instrumental Method/Chemical Method)	-	600	None
Cl 5 & 6(Diameter)	-	600	None
7(Tolerance)	-	600	None
Cl 6.2(Weight)	-	600	None
Cl 5.1(Workmanship)	-	600	None

Complete

31 Dec, 2026

IS 432 : Part 2 (1982)

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire

Hard Drawn Steel Wire

3000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 3.1.1(Sulphur)	-	400	None
Clause 3.1.1(Phosphorus)	-	400	None
Cl 7(UTM)	-	1200	Ultimate tensile test - 400 % Elongation - 300 Proof Stress (0.2 %) - 500
Cl 8.3(Bending To Both Side At 90°, Then Straight)	-	1000	None
Cl 7(UTM)	-	1200	Ultimate tensile test-400 % Elongation-300 Proof Stress (0.2%)-500
Cl 8.3(Bending To Both Side At 90°, Then Straight)	-	1000	None
Cl 4.1(Workmanship)	-	1000	None
Cl 5 & 6(Diameter)	-	1000	None
Cl. 6.2(Length)	-	1000	None

Complete

31 Dec, 2026

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

Sulphate Resisting Portland Cement

10250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1400	350 each for silica, calcium, alumina and iron oxide
4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	350	None
4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	350	None
4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	350	None
4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985)	-	350	None
4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985)	-	350	None
4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	300	None
5.1(Fineness 4031 Part 2)	-	500	None
5.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	500	None
5.2.1(Expansion by Autoclave- 4031 Part 3)	-	800	None
5.3 a)(Setting Time Initial- 4031 Part 5)	-	400	None
5.3 b)(Setting Time Final- 4031 Part 5)	-	400	None
5.4(Salphate Expansion (Optional))	-	600	None
5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2500	None
5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2500	None
5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2500	None
5.6(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	None
5.4(Salphate Expansion (Optional))	-	1000	None

Complete

31 Dec, 2026

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

Rapid Hardening Portland Cement

9100 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1400	350 each for silica, calcium, alumina and iron oxide
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	700	None
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	350	None
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	350	None
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	350	None
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	300	None
6.1(Fineness 4031 Part 2)	-	500	None
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	500	None
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	800	None
6.3 a)(Setting Time Initial- 4031 Part 5)	-	400	None
6.3 b)(Setting Time Final- 4031 Part 5)	-	400	None
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	1600	None
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1600	None
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	None
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	None

Complete

31 Dec, 2026

IS 8043 (1991)

Specification for hydrophobic Portland cement

Hydrophobic Portland Cement

9650 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 (ref. 6 - Table - 1 i of IS 269:2015)(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1400	350 each for silica, alumina, calcium and iron oxide
5.1 (ref. 6 - Table - 1 ii of IS 269:2015)(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	700	None
5.1 (ref. 6 - Table - 1 iii of IS 269:2015)(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	350	None
5.1 (ref. 6 - Table - 1 iv of IS 269:2015)(Magnesia - Cl 4.8 of IS 4032:1985)	-	350	None
5.1 (ref. 6 - Table - 1 v of IS 269:2015)(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	350	None
5.1 (ref. 6 - Table - 1 vi of IS 269:2015)(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	300	None
5.1 (ref. 6 - Table - 1 vii of IS 269:2015)(Chloride content - Cl 4.13 of IS 4032:1985)	-	350	None
5.1 (ref. 6 - Table - 1 viii of IS 269:2015)( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	350	None
6.1(Fineness 4031 Part 2)	-	500	None
6.2(Expansion by Le Chatelier- IS 269 & 4031 Part 3)	-	500	None
6.2(Expansion by Autoclave- IS 269 & 4031 Part 3)	-	800	None
6.2(Setting Time Initial- IS 269 & 4031 Part 5)	-	400	None
6.2(Setting Time Final- IS 269 & 4031 Part 5)	-	400	None
6.3 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2500	None
6.3 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2500	None
6.3 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2500	None
6.4(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	None

Complete

31 Dec, 2026

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

M-30, M-35, M-40, M-50, M-55

14000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2.1 & 7.1(VISUAL INSPECTION)	-	1500	None
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	1500	Charges for Dimensions
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	1500	Charges for Dimensions
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	1500	Charges for Dimensions
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	1500	Charges for Dimensions
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	1500	Charges for Dimensions
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	1500	Charges for Dimensions
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	1500	Charges for Dimensions
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	800	None
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	800	None
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	1200	None
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	900	None
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) )	-	2000	None
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen))	-	2000	None
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	900	None
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	900	None
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	1500	None
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	1500	None
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	1200	None
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	1200	None
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	1500	None
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	1500	Charges for Dimensions
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	1500	Charges for Dimensions
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	1500	Charges for Dimensions
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	1500	Charges for Dimensions
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	1500	Charges for Dimensions
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	1500	Charges for Dimensions
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	1500	None
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	800	None
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	800	None
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	1200	None
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	900	None
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2000	None
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	2000	None
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	900	None
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	900	None
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	1500	None
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	1500	None
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	1200	None
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	1200	None
5.6(Water)	-	1200	None
Clause 7.1.3 (Colour and Texture)	-	1200	None
cl.5(Cement)	-	1200	None
Clause 7.3, Annex G(Average Breaking Load)	-	1200	None
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	800	None
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	800	None
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	800	None
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	800	None
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	800	None
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	800	None
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	800	None
Clause 7.3, Annex G(Individual Breaking Load)	-	1200	None
Clause 7.1.1 (General Quality)	-	800	None
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	1200	None

Complete

31 Dec, 2026

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

Fe - 415, 415D, 415S, 500, 500D, 500S, 600, 650, 700

6300 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8.1(UTM)	-	6300	All Physical Test , Chemical Test
Cl 7.2(Weight)	-	1	NA
Cl 9.3(Load In One Direction)	-	1	NA
Cl 9.4(Load In Other Direction From Bend)	-	1	NA
Cl 9.3(Load In One Direction)	-	6300	Na
4.1(CE)	-	6300	Na
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	6300	Na
Cl 5(Deformations and Surface Characteristics)	-	1000	Na
Cl. 6.1(Nominal Size)	-	1000	Na
7.1(Specified length)	-	1000	Na
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	1000	NA
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	1000	NA
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1000	Na
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	1000	NA
5.7(PullOut (Bond Test))	-	1000	Na
Clause 6.3(Effective Cross-sectional Area)	-	1000	NA
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	1000	Na
Cl. 8.1 Table 3(Yield Stress (YS))	-	1000	Na
Cl. 8.1 Table 3(Elongation, percentage)	-	1000	Na
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	Na
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1000	Na

Complete

31 Dec, 2026

Upto 32 mm only. Except Cr, Mn, Mo,V, N, Cu, Ni, Nb, B, Nb+V+B+Ti, AL

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

General Purpose & Heavy Duty Floor Tiles

4500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	None
Cl 12.2(Concavity & Convexity )	-	400	None
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	400	None
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	400	None
Cl 12.5(Water absorption)	-	500	None
Cl 12.6(Wet transverse strength )	-	800	None
Cl 12.7(Resistance to wear)	-	1200	None
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	None
Cl 12.2(Concavity & Convexity )	-	400	None
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	400	None
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	400	None
Cl 12.5(Water absorption)	-	500	None
Cl 12.6(Wet transverse strength )	-	800	None
Cl 12.7(Resistance to wear)	-	1200	None
Cl 11(Suface Finish)	-	1200	None

Complete

31 Dec, 2026

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

Fly based

8850 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	350	None
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	350	None
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	350	None
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	300	None
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	350	None
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	350	None
7 -Table 2- i(Fineness 4031 Part 2)	-	500	None
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	None
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	800	None
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	400	None
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	400	None
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1600	None
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1600	None
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1600	None
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	None
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1500	None

Complete

31 Dec, 2026

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

Calcined Clay Based

8850 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	350	None
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	350	None
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	350	None
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	300	None
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	350	None
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	350	None
7 -Table 2- i(Fineness 4031 Part 2)	-	500	None
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	None
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	800	None
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	400	None
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	400	None
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1600	None
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1600	None
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1600	None
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	None
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1500	None

Complete

31 Dec, 2026

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

Coarse & Fine

13100 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	6000	All Chemical,Grading, EI, FI Test
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	NA
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	NA
5.4.2(a)( Aggregates Impact Value)	-	1000	NA
5.4.3(a)( Aggregate Abrasion Value)	-	2000	Water Absorption, Specific Gravity and Abrasion
Clause 5.1(General)	-	800	Na
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	800	Na
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	800	Na
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	800	NA
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	800	NA
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	800	NA
5.4.2(b)( Aggregates Impact Value)	-	800	NA
5.4.3(b)( Aggregate Abrasion Value)	-	800	NA
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	800	NA
5.6(Alkali Agregate Reaction )	-	800	NA
Clause 5.6(Dissolved Silica)	-	800	NA
Clause 5.6(Reduction in Alkalinity)	-	800	NA
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	800	NA
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	800	NA
Table 6 Cl. 5.7 (iv)()	-	800	Na
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	800	Na
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	800	Na
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	800	NA
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	700	NA
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	700	NA
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	700	NA
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	700	NA
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	700	Na
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	700	Na

Complete

31 Dec, 2026

Scope restricted to aggregates from natural resourcs only Exclusion: Petrographic analysis test)

IS 8887 (2018)

Bitumen emulsion for roads (Cationic Type) - Specification (Third Revision)

RS-1, RS-2, MS, SS-1, SS-2

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-1) IS 8, Annex 9)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-2) Annex 9)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad MS) Annex 9)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-1) Annex 9)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-2) Annex 9)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-1), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-2)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad MS), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-1), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-2), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (2)(Viscosity by saybolt furol viscometer, seconds (Grad RS-1), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (2)(Viscosity by saybolt furol viscometer, seconds (Grad RS-2, IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (2)(Viscosity by saybolt furol viscometer, seconds (Grad MS), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (2)(Viscosity by saybolt furol viscometer, seconds (Grad SS-1), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(ii) (2)(Viscosity by saybolt furol viscometer, seconds (Grad SS-2), IS 3117)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-1), Annex C)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-2), Annex C)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad MS), Annex C)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-1), Annex C)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-2), Annex C)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-1), Annex D)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-2), Annex D)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade MS), Annex D)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-1), Annex D)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-2), Annex D)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-1), Annex E)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-2), Annex E)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(v)(Particle charge (Grad MS), Annex E)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-1), Annex E)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-2), Annex E)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade RS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade RS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade MS) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade SS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade SS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade RS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade RS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade MS) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade SS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade SS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade RS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade RS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade MS) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade SS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade SS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade RS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade RS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade MS) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade SS-1) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade SS-2) Annex F)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade RS-1) Annex G)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade RS-2) Annex G)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade MS) Annex G)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade SS-1) Annex G)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade SS-2) Annex G)	-	700	Rate applicable for all grades
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-1) Annex H)	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-2) Annex H)	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade MS) Annex H)	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-1) Annex H)	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-2) Annex H)	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-1) Annex J)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-2) Annex J)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade MS) Annex J)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade SS-1) Annex J)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade SS-2) Annex J)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-1) IS 1203)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-2) IS 1203)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade MS) IS 1203)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-1) IS 1203)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-2) IS 1203)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-1) IS 1208)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-2) IS 1208)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade MS) IS 1208)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-1) IS 1208)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-2) IS 1208)	-	800	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade RS-1) IS 1216)	-	600	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade RS-2) IS 1216)	-	600	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade MS) IS 1216)	-	600	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade SS-1) IS 1216)	-	600	Rate applicable for all grades
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade SS-2) IS 1216)	-	600	Rate applicable for all grades
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (Grade RS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (Grade RS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (Grade MS))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (SS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (Grade SS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 2(Distillation in percent volume of distillate recovered at 360°C (Grade RS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 2(Distillation in percent volume of distillate recovered at 360°C (Grade RS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 2(Distillation in percent volume of distillate recovered at 360°C (Grade MS))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 2(Distillation in percent volume of distillate recovered at 360°C (SS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 2(Distillation in percent volume of distillate recovered at 360°C (Grade SS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 3(Distillation in percent volume of distillate recovered at 360°C (Grade RS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 3(Distillation in percent volume of distillate recovered at 360°C (Grade RS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 3(Distillation in percent volume of distillate recovered at 360°C (Grade MS))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 3(Distillation in percent volume of distillate recovered at 360°C (SS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 3(Distillation in percent volume of distillate recovered at 360°C (Grade SS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 4(Distillation in percent volume of distillate recovered at 360°C (Grade RS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 4(Distillation in percent volume of distillate recovered at 360°C (Grade RS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 4(Distillation in percent volume of distillate recovered at 360°C (Grade MS))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 4(Distillation in percent volume of distillate recovered at 360°C (SS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 4(Distillation in percent volume of distillate recovered at 360°C (Grade SS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 5(Distillation in percent volume of distillate recovered at 360°C (Grade RS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 5(Distillation in percent volume of distillate recovered at 360°C (Grade RS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 5(Distillation in percent volume of distillate recovered at 360°C (Grade MS))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 5(Distillation in percent volume of distillate recovered at 360°C (SS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(x) 5(Distillation in percent volume of distillate recovered at 360°C (Grade SS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(xi)(Water content (Grade RS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(xi)(Water content (Grade RS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(xi)(Water content (Grade MS))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(xi)(Water content (Grade SS-1))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(xi)(Water content (Grade SS-2))	-	500	Rate applicable for all grades
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-1) Annex 9)	-	700	Rate applicable for all grades.
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-2) Annex 9)	-	700	Rate applicable for all grades.
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-1), Annex D)	-	800	Rate applicable for all grades.
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-2), Annex D)	-	800	Rate applicable for all grades.
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-1), Annex D)	-	800	Rate applicable for all grades.
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-2), Annex D)	-	800	Rate applicable for all grades.
CL: 4.4.1(Material For all grades)	-	800	Rate applicable for all grades.

Complete

31 Dec, 2026

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

33, 43, 53, 43S, 53S

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	700.00	Silica and Calcium, Rs 350.00 each
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	700.00	Alumina and Iron OXide, Rs 350.00 each
6.1 Table-2 iii.(Insoluble residue)	-	350.00	None
6.1 Table-2 iv(Magnesia)	-	350.00	None
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	350.00	None
6.1 Table-2 vi(Loss on ignition)	-	300.00	None
6.1 Table-2 vii(Chloride content)	-	350.00	None
6.1 Table-2 viii(Alkali content)	-	350.00	None
7 Table-3 i.(Fineness)	-	500.00	None
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000.00	500 - Expansion 500 - Consistency required for Expansion parameter as per Ref. Clause 6.3
7 Table-3 ii b(Expansion by Autoclave)	-	800.00	None
7 Table-3 iii a(Setting Time Initial)	-	400.00	None
7 Table-3 iii b(Setting Time Final)	-	400.00	None
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2500.00	Rs 2500 charges for all three time frequency
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2500.00	Rs 2500 charges for all three time frequency
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2500.00	Rs 2500 charges for all three time frequency
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	none

Complete

31 Dec, 2026

Bureau of Indian Standards

The National Standards Body of India

CEG Test House & Research Centre Private Limited

CEG TOWER, B-11(G), MALVIYA INDUSTRIAL AREA, MALVIYA NAGAR, JAIPUR, Jaipur, Rajasthan, 302017

9784646995 quality@cegtesthouse.com

Scope List